EC-Duopitch.cpd EC-Duopitch.cpd 5791 16250 ±0.00 1800 1800 Internal columns : EN-S355 1800 1800 +7.708 1800 1800 Note: (1) Member lengths are between centre lines. Steel weights are approximate.(2) `x' denotes a required lateral restraint by purlin stays, rails stays or other means. Structural Steel - Total per frame : 3741.5kg (Purlins & rails not included) Concrete -do: 0.0m3 Approximate Quantities : Rafters/haunches : EN-S355 External columns : EN-S355 : 457x191 UKB67 (2.719 m, 96 kg) Right Haunch Steel Grades : : 457x191 UKB67 (16.340 m, 1152 kg) : 457x191 UKB67 (2.719 m, 96 kg) Left Haunch Left Rafter Right Rafter : 533x210 UKB92 (6.450 m, 624 kg) : 457x191 UKB67 (16.340 m, 1152 kg) Right Column : 533x210 UKB92 (6.450 m, 624 kg) 1800 1800 2437 1800 Left Column Span 1 : -0.450 +6.000 1800 1800 16339 1800 1800 16250 16339 1800 Base Details : 1800 Conc. Grade 1800 Type 1800 Sizes 5791 2437 1800 1800 1800 +6.000 -0.450 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 1 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Portal geometry and sections : EC-Duopitch.cpd EC-Duopitch.cpd : -0.782 : -2.453 : -1.533 Right Near Far Units : All loads in kN/m Left : +1.824 Left Far Near applied to all spans Left : +0.658 Right : +0.658 Near : +0.658 Far : +0.658 Min.Roof Horiz.Load: +2.632 kN Note : Dead loads exclusive of members' self weight and casing. Internal suction: applied to all spans Left : -0.438 Right : -0.438 Near : -0.438 Far : -0.438 Internal pressure: Wind design code : BS 6399 Pt2 : -1.533 : -2.453 : +1.824 : -0.782 Right column wind loads Pressure Left column wind loads Pressure Right Column 1 : 16250 ±0.00 Edge zone widths (plan area) Left : 1.632m Edge -2.727 16250 Edge zone widths (plan area) Left : 1.632m Wind loads Main Pressure: -1.189 Edge +0.058 Span 1 Right rafter Wind loads Main Pressure: +0.058 Dead Loads : 1.565 Imposed Loads : 3.600 Span 1 Left rafter Column 0 : -0.450 Effective wind speeds Left : 29.0 m/s Right : 29.0 m/s Near : 29.0 m/s Far : 29.0 m/s -0.450 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 2 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Portal loads (Wind direction - LEFT) :pressure EC-Duopitch.cpd EC-Duopitch.cpd : -0.782 : -2.453 : -1.533 Right Near Far Units : All loads in kN/m Left : +1.824 Left Far Near applied to all spans Left : +0.658 Right : +0.658 Near : +0.658 Far : +0.658 Min.Roof Horiz.Load: -2.632 kN Note : Dead loads exclusive of members' self weight and casing. Internal suction: applied to all spans Left : -0.438 Right : -0.438 Near : -0.438 Far : -0.438 Internal pressure: Wind design code : BS 6399 Pt2 : -1.533 : -2.453 : +1.824 : -0.782 Right column wind loads Pressure Left column wind loads Pressure Right Column 1 : 16250 ±0.00 Edge zone widths (plan area) Right : 1.632m Edge +0.058 16250 Edge zone widths (plan area) Right : 1.632m Wind loads Main Pressure: +0.058 Edge -2.727 Span 1 Right rafter Wind loads Main Pressure: -1.189 Dead Loads : 1.565 Imposed Loads : 3.600 Span 1 Left rafter Column 0 : -0.450 Effective wind speeds Left : 29.0 m/s Right : 29.0 m/s Near : 29.0 m/s Far : 29.0 m/s -0.450 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 3 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Portal loads (Wind direction - RIGHT) :pressure EC-Duopitch.cpd EC-Duopitch.cpd : -0.782 : -2.453 : -1.533 Right Near Far Units : All loads in kN/m Left : +1.824 Left Far Near applied to all spans Left : +0.658 Right : +0.658 Near : +0.658 Far : +0.658 Note : Dead loads exclusive of members' self weight and casing. Internal suction: applied to all spans Left : -0.438 Right : -0.438 Near : -0.438 Far : -0.438 Internal pressure: Wind design code : BS 6399 Pt2 : -1.533 : -2.453 : +1.824 : -0.782 Right column wind loads Pressure Left column wind loads Pressure Right Column 1 : 16250 ±0.00 Edge zone widths (plan area) Near : - Edge +0.058 16250 Edge zone widths (plan area) Near : - Wind loads Main Pressure: +0.058 Edge +0.058 Span 1 Right rafter Wind loads Main Pressure: +0.058 Dead Loads : 1.565 Imposed Loads : 3.600 Span 1 Left rafter Column 0 : -0.450 Effective wind speeds Left : 29.0 m/s Right : 29.0 m/s Near : 29.0 m/s Far : 29.0 m/s -0.450 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 4 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Portal loads (Wind direction - NEAR) :pressure EC-Duopitch.cpd EC-Duopitch.cpd : -0.782 : -2.453 : -1.533 Right Near Far Units : All loads in kN/m Left : +1.824 Left Far Near applied to all spans Left : +0.658 Right : +0.658 Near : +0.658 Far : +0.658 Note : Dead loads exclusive of members' self weight and casing. Internal suction: applied to all spans Left : -0.438 Right : -0.438 Near : -0.438 Far : -0.438 Internal pressure: Wind design code : BS 6399 Pt2 : -1.533 : -2.453 : +1.824 : -0.782 Right column wind loads Pressure Left column wind loads Pressure Right Column 1 : 16250 ±0.00 Edge zone widths (plan area) Far : - Edge +0.058 16250 Edge zone widths (plan area) Far : - Wind loads Main Pressure: +0.058 Edge +0.058 Span 1 Right rafter Wind loads Main Pressure: +0.058 Dead Loads : 1.565 Imposed Loads : 3.600 Span 1 Left rafter Column 0 : -0.450 Effective wind speeds Left : 29.0 m/s Right : 29.0 m/s Near : 29.0 m/s Far : 29.0 m/s -0.450 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 5 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Portal loads (Wind direction - FAR) :pressure EC-Duopitch.cpd EC-Duopitch.cpd : -0.782 : -2.453 : -1.533 Right Near Far Units : All loads in kN/m Left : +1.824 Left Far Near applied to all spans Left : +0.658 Right : +0.658 Near : +0.658 Far : +0.658 Min.Roof Horiz.Load: +4.213 kN Note : Dead loads exclusive of members' self weight and casing. Internal suction: applied to all spans Left : -0.438 Right : -0.438 Near : -0.438 Far : -0.438 Internal pressure: Wind design code : BS 6399 Pt2 : -1.533 : -2.453 : +1.824 : -0.782 Right column wind loads Suction Left column wind loads Suction Right Column 1 : 16250 ±0.00 Edge zone widths (plan area) Left : 1.632m Edge -2.727 16250 Edge zone widths (plan area) Left : 1.632m Wind loads Main Suction : -1.189 Edge -3.365 Span 1 Right rafter Wind loads Main Suction : -1.683 Dead Loads : 1.565 Imposed Loads : 3.600 Span 1 Left rafter Column 0 : -0.450 Effective wind speeds Left : 29.0 m/s Right : 29.0 m/s Near : 29.0 m/s Far : 29.0 m/s -0.450 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 6 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Portal loads (Wind direction - LEFT) : suction EC-Duopitch.cpd EC-Duopitch.cpd : -0.782 : -2.453 : -1.533 Right Near Far Units : All loads in kN/m Left : +1.824 Left Far Near applied to all spans Left : +0.658 Right : +0.658 Near : +0.658 Far : +0.658 Min.Roof Horiz.Load: -4.213 kN Note : Dead loads exclusive of members' self weight and casing. Internal suction: applied to all spans Left : -0.438 Right : -0.438 Near : -0.438 Far : -0.438 Internal pressure: Wind design code : BS 6399 Pt2 : -1.533 : -2.453 : +1.824 : -0.782 Right column wind loads Suction Left column wind loads Suction Right Column 1 : 16250 ±0.00 Edge zone widths (plan area) Right : 1.632m Edge -3.365 16250 Edge zone widths (plan area) Right : 1.632m Wind loads Main Suction : -1.683 Edge -2.727 Span 1 Right rafter Wind loads Main Suction : -1.189 Dead Loads : 1.565 Imposed Loads : 3.600 Span 1 Left rafter Column 0 : -0.450 Effective wind speeds Left : 29.0 m/s Right : 29.0 m/s Near : 29.0 m/s Far : 29.0 m/s -0.450 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 7 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Portal loads (Wind direction - RIGHT) : suction EC-Duopitch.cpd EC-Duopitch.cpd : -0.782 : -2.453 : -1.533 Right Near Far Units : All loads in kN/m Left : +1.824 Left Far Near applied to all spans Left : +0.658 Right : +0.658 Near : +0.658 Far : +0.658 Note : Dead loads exclusive of members' self weight and casing. Internal suction: applied to all spans Left : -0.438 Right : -0.438 Near : -0.438 Far : -0.438 Internal pressure: Wind design code : BS 6399 Pt2 : -1.533 : -2.453 : +1.824 : -0.782 Right column wind loads Suction Left column wind loads Suction Right Column 1 : 16250 ±0.00 Edge zone widths (plan area) Near : - Edge -1.741 16250 Edge zone widths (plan area) Near : - Wind loads Main Suction : -1.741 Edge -1.741 Span 1 Right rafter Wind loads Main Suction : -1.741 Dead Loads : 1.565 Imposed Loads : 3.600 Span 1 Left rafter Column 0 : -0.450 Effective wind speeds Left : 29.0 m/s Right : 29.0 m/s Near : 29.0 m/s Far : 29.0 m/s -0.450 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 8 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Portal loads (Wind direction - NEAR) : suction EC-Duopitch.cpd EC-Duopitch.cpd : -0.782 : -2.453 : -1.533 Right Near Far Units : All loads in kN/m Left : +1.824 Left Far Near applied to all spans Left : +0.658 Right : +0.658 Near : +0.658 Far : +0.658 Note : Dead loads exclusive of members' self weight and casing. Internal suction: applied to all spans Left : -0.438 Right : -0.438 Near : -0.438 Far : -0.438 Internal pressure: Wind design code : BS 6399 Pt2 : -1.533 : -2.453 : +1.824 : -0.782 Right column wind loads Suction Left column wind loads Suction Right Column 1 : 16250 ±0.00 Edge zone widths (plan area) Far : - Edge -1.422 16250 Edge zone widths (plan area) Far : - Wind loads Main Suction : -1.422 Edge -1.422 Span 1 Right rafter Wind loads Main Suction : -1.422 Dead Loads : 1.565 Imposed Loads : 3.600 Span 1 Left rafter Column 0 : -0.450 Effective wind speeds Left : 29.0 m/s Right : 29.0 m/s Near : 29.0 m/s Far : 29.0 m/s -0.450 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 9 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Portal loads (Wind direction - FAR) : suction Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 10 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. EC-Duopitch.cpd EC-Duopitch.cpd Site altitude : 110.000 m Snow loads code : BS 6399 pt 3 16250 -0.450 Uniform snow loads 2.97 kN/m ±0.00 Site snow load : 0.6 kN/m2 16250 2.97 kN/m -0.450 Portal snow loads : EC-Duopitch.cpd EC-Duopitch.cpd Left : +1.824 : -0.782 : -2.453 : -1.533 Left Right Near Far Units : All loads in kN/m Pressure Pressure Far Near applied to all spans Left : +0.658 Right : +0.658 Near : +0.658 Far : +0.658 Min.Roof Horiz.Load: -2.632 kN Min.Roof Horiz.Load: +2.632 kN Note : Dead loads exclusive of members' self weight and casing. Internal suction: applied to all spans Left : -0.438 Right : -0.438 Near : -0.438 Far : -0.438 Internal pressure: Wind design code : BS 6399 Pt2 : -1.533 : -2.453 : +1.824 : -0.782 Right column wind loads Left column wind loads Right Column 1 : 16250 ±0.00 Edge zone widths (plan area) Left : 1.632m Right : 1.632m Near : Far : - Edge -2.727 +0.058 +0.058 +0.058 16250 Edge zone widths (plan area) Left : 1.632m Right : 1.632m Near : Far : - Wind loads Main Pressure: -1.189 Pressure: +0.058 Pressure: +0.058 Pressure: +0.058 Edge +0.058 -2.727 +0.058 +0.058 Span 1 Right rafter Wind loads Main Pressure: +0.058 Pressure: -1.189 Pressure: +0.058 Pressure: +0.058 Dead Loads : 1.565 Imposed Loads : 3.600 Span 1 Left rafter Column 0 : -0.450 Effective wind speeds Left : 29.0 m/s Right : 29.0 m/s Near : 29.0 m/s Far : 29.0 m/s -0.450 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 11 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Portal loads :pressure EC-Duopitch.cpd EC-Duopitch.cpd Left : +1.824 : -0.782 : -2.453 : -1.533 Left Right Near Far Units : All loads in kN/m Suction Suction Far Near applied to all spans Left : +0.658 Right : +0.658 Near : +0.658 Far : +0.658 Min.Roof Horiz.Load: -4.213 kN Min.Roof Horiz.Load: +4.213 kN Note : Dead loads exclusive of members' self weight and casing. Internal suction: applied to all spans Left : -0.438 Right : -0.438 Near : -0.438 Far : -0.438 Internal pressure: Wind design code : BS 6399 Pt2 : -1.533 : -2.453 : +1.824 : -0.782 Right column wind loads Left column wind loads Right Column 1 : 16250 ±0.00 Edge zone widths (plan area) Left : 1.632m Right : 1.632m Near : Far : - Edge -2.727 -3.365 -1.741 -1.422 16250 Edge zone widths (plan area) Left : 1.632m Right : 1.632m Near : Far : - Wind loads Main Suction : -1.189 Suction : -1.683 Suction : -1.741 Suction : -1.422 Edge -3.365 -2.727 -1.741 -1.422 Span 1 Right rafter Wind loads Main Suction : -1.683 Suction : -1.189 Suction : -1.741 Suction : -1.422 Dead Loads : 1.565 Imposed Loads : 3.600 Span 1 Left rafter Column 0 : -0.450 Effective wind speeds Left : 29.0 m/s Right : 29.0 m/s Near : 29.0 m/s Far : 29.0 m/s -0.450 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 12 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Portal loads :suction : : : : : : : : 13 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Building and location data Site location Building length 60.000 m Near end roof shape Plain 6.000 m Far end roof shape Plain Site grid reference SP115851 Frame distance to near end Left wall faces 270 degrees Site altitude (AOD) 110.000 m Left eaves shape Plain Wind load code BS 6399 pt 2 Snow load code BS 6399 pt 3 Right eaves shape Plain Geometry Dimensions in metres relative to datum and centre line intersection points No Frame spacing 1 6.000 Span length 32.500 Roof shape Left Duopitch Support details Numerical values in kN/mm No Span L/R Type Right Base level Eaves level Slope (°) Horiz. length -0.450 6.000 6.000 16.250 Rise Ridge level 1.708 7.708 Fall Slope (°) Eaves level Base level 1.708 6.000 6.000 -0.450 Proportional values in % terms Vertical stiffness Horizontal stiffness SLS rotational stiffness ULS rotational stiffness Type % column % column % rigid ULS % column plastic moment % rigid Type 0 1 Left Foundation Rigid Rigid Partial 10.00 16.67 Pinned 0.00 0.00 1.00 1 1 Right Foundation Rigid Rigid Partial 10.00 16.67 Pinned 0.00 0.00 1.00 Haunch details Numerical values in metres Proportional values in % terms Span No. Left type % Horizontal length to span Column face Centre 1 Eaves 7.500 2.438 Depth below centre rafter Right type % Horizontal length to span Column face Centre 0.659 Eaves 7.500 2.704 2.438 Depth below centre rafter 2.704 0.659 Member sections Note that the load for haunch steel and casings is the maximum at the column and reduces to zero. Member lengths are taken between centre line intersection points. Resultant steel weights are approximate only for purpose of comparing alternative designs. Design group Steel section Grade Self load Casing type Left Column 1 533x210 UKB92 EN-S355 0.967 Left rafter 2 457x191 UKB67 EN-S355 Left haunch 2 457x191 UKB67 EN-S355 Right rafter 2 457x191 UKB67 Location Load (kN/m) Overall length Approx. steel wt None 0.000 6.450 623.7 0.705 None 0.000 16.340 1151.2 0.705 None 0.000 2.719 95.8 EN-S355 0.705 None 0.000 16.340 1151.2 Rafters and columns Span 1 - Right haunch 2 457x191 UKB67 EN-S355 0.705 None 0.000 2.719 95.8 Right column 3 533x210 UKB92 EN-S355 0.967 None 0.000 6.450 623.7 Total weight per frame (kg) Dead and imposed loads for all spans Area unit loads excluding member self weight and casings Type Category Applied to Applied on kN/m² Roof cladding Dead Rafters Slope 0.160 EC-Duopitch.cpd EC-Duopitch.cpd 3741.5 : : : : : : : : 14 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Dead and imposed loads for all spans (continued) Type Category Applied to Applied on kN/m² Eaves cladding Dead Eaves cantilevers Slope 0.150 Canopy cladding Dead Canopy cantilevers Slope 0.150 Wall cladding Dead Columns Elevation 0.160 Parapet cladding Dead Parapet posts Elevation 0.160 Services Dead Rafters Plan 0.100 Ceiling Dead Rafters Plan 0.000 Roof imposed Imposed Rafters Plan 0.600 Roof imposed Imposed Eaves cantilevers Plan 0.600 Roof imposed Imposed Canopy cantilevers Plan 0.600 Ceiling imposed Imposed Rafters Plan 0.000 Minimum and notional horizontal loads Unfactored loads in kN applied to eaves nodes BS 5950-1:2000 clause Derived from dead/imposed Minimum Notional 2.4.2.4 Dead 2.4.2.4 Dead 2.4.2.4 Imposed % applied 1.000 0.500 0.500 Span 1 - left 0.503 0.251 0.292 0.503 0.251 0.292 - right Wind load parameters Loading code BS 6399 pt 2 (condensed data) Wind blowing from Left Right Near Far Effective wind speed 29.000 29.000 29.000 29.000 Units m/s Dynamic pressure 0.516 0.516 0.516 0.516 kN/m² Internal pressure 0.073 0.073 0.073 0.073 kN/m² Internal suction -0.110 -0.110 -0.110 -0.110 kN/m² 0.304 -0.130 -0.409 -0.255 kN/m² Left roof/rafter pressure 0.010 -0.224 0.010 0.010 kN/m² Right roof/rafter pressure -0.224 0.010 0.010 0.010 kN/m² Right wall/column pressure -0.130 0.304 -0.409 -0.255 kN/m² Left wall/column suction 0.304 -0.130 -0.409 -0.255 kN/m² Left roof/rafter suction -0.289 -0.210 -0.272 -0.222 kN/m² Right roof/rafter suction -0.210 -0.289 -0.272 -0.222 kN/m² Right wall/column suction -0.130 0.304 -0.409 -0.255 kN/m² Internal pressures(+) and suction(-) Span 1 external pressures Left wall/column pressure Span 1 external suctions Snow load parameters to BS 6399 pt 3 Snow loads - uniform loads including transverse drifts Span Side 1 Left Uniform snow (kN/m²) Asymmetric snow (kN/m²) 0.495 - EC-Duopitch.cpd EC-Duopitch.cpd Transverse snow (kN/m) - : : : : : : : : 15 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Snow loads - uniform loads including transverse drifts (continued) Span Side Uniform snow (kN/m²) Asymmetric snow (kN/m²) Right 0.495 Transverse snow (kN/m) - - Combination reference abbreviations Abbreviation Expansion ASl Asymmetric snow on left slopes only ASr Asymmetric snow on right slopes only CI Ceiling imposed loads D Dead loads Dead Dead loads DeadP Permanent dead loads HL Notional horizontal loads acting from left to right HR Notional horizontal loads acting from right to left I Imposed loads Imposed Imposed loads Ie Imposed loads on even spans Io Imposed loads on odd spans ML Minimum horizontal loads acting from left to right MR Minimum horizontal loads acting from right to left SDP Snow drifts parallel to the span SDT Snow drifts due to step in roof parallel to span US Uniform snow loads Use Uniform snow on even spans USo Uniform snow on odd spans WFpIS Wind blowing from far to near maximum roof external pressure case with internal suction WFsIP Wind blowing from far to near maximum roof external suction case with internal pressure WLpIS Wind blowing from left to right maximum roof external pressure case with internal suction WLsIP Wind blowing from left to right maximum roof external suction case with internal pressure WNpIS Wind blowing from near to far maximum roof external pressure case with internal suction WNsIP Wind blowing from near to far maximum roof external suction case with internal pressure WRpIS Wind blowing from right to left maximum roof external pressure case with internal suction WRsIP Wind blowing from right to left maximum roof external suction case with internal pressure ULS load combinations 1 to 6 Load category No Name Partial safety factors Type 1 2 3 4 5 6 Combination reference D+I+HL D+I+HR D+I+WLpIS D+I+ML D+I+WRpIS D+I+MR Elastic analysis P'Delta P'Delta P'Delta P'Delta P'Delta P'Delta Plastic analysis Yes Yes Yes Yes Yes Yes Base design Non_wind Non_wind Wind Wind Wind Wind 1 Permanent Dead Dead 1.400 1.400 1.200 1.200 1.200 1.200 2 Removable Dead Dead 1.400 1.400 1.200 1.200 1.200 1.200 3 Roof Imposed (odd) Imposed 1.600 1.600 1.200 1.200 1.200 1.200 4 Roof Imposed (even) Imposed 1.600 1.600 1.200 1.200 1.200 1.200 EC-Duopitch.cpd EC-Duopitch.cpd Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 16 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. ULS load combinations 1 to 6 (continued) Load category No Partial safety factors Name 5 Ceiling Imposed (odd) 6 7 Type 1 2 Imposed 1.600 Ceiling Imposed (even) Imposed Notional horiz.dead Dead 8 Notional horiz.imposed 9 10 3 4 5 6 1.600 1.200 1.200 1.200 1.200 1.600 1.600 1.200 1.200 1.200 1.200 1.400 -1.400 0.000 0.000 0.000 0.000 Imposed 1.600 -1.600 0.000 0.000 0.000 0.000 Minimum horiz. Wind 0.000 0.000 0.000 1.200 0.000 -1.200 Wind lft ext. pressure Wind 0.000 0.000 1.200 0.000 0.000 0.000 11 Wind lft ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 12 Wind lft int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 13 Wind lft int. suction Wind 0.000 0.000 1.200 0.000 0.000 0.000 14 Wind rgt ext. pressure Wind 0.000 0.000 0.000 0.000 1.200 0.000 15 Wind rgt ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 16 Wind rgt int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 17 Wind rgt int. suction Wind 0.000 0.000 0.000 0.000 1.200 0.000 18 Wind near ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 19 Wind near ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 20 Wind near int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 21 Wind near int. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 22 Wind far ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 23 Wind far ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 24 Wind far int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 25 Wind far int. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 26 Snow-uniform-odd Snow 0.000 0.000 0.000 0.000 0.000 0.000 27 Snow-uniform-even Snow 0.000 0.000 0.000 0.000 0.000 0.000 ULS load combinations 7 to 12 Load category No Name Partial safety factors 7 8 9 Combination reference Type D+I+WNpIS D+I+WFpIS D + WLsIP D + ML 10 D + WRsIP 11 D + MR 12 Elastic analysis P'Delta P'Delta P'Delta P'Delta P'Delta P'Delta Plastic analysis Yes Yes Yes Yes Yes Yes Base design Wind Wind Wind Wind Wind Wind 1 Permanent Dead Dead 1.200 1.200 1.000 1.000 1.000 1.000 2 Removable Dead Dead 1.200 1.200 0.000 0.000 0.000 0.000 3 Roof Imposed (odd) Imposed 1.200 1.200 0.000 0.000 0.000 0.000 4 Roof Imposed (even) Imposed 1.200 1.200 0.000 0.000 0.000 0.000 5 Ceiling Imposed (odd) Imposed 1.200 1.200 0.000 0.000 0.000 0.000 6 Ceiling Imposed (even) Imposed 1.200 1.200 0.000 0.000 0.000 0.000 7 Notional horiz.dead Dead 0.000 0.000 0.000 0.000 0.000 0.000 8 Notional horiz.imposed Imposed 0.000 0.000 0.000 0.000 0.000 0.000 9 Minimum horiz. Wind 0.000 0.000 0.000 1.400 0.000 -1.400 10 Wind lft ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 11 Wind lft ext. suction Wind 0.000 0.000 1.400 0.000 0.000 0.000 EC-Duopitch.cpd EC-Duopitch.cpd Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 17 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. ULS load combinations 7 to 12 (continued) Load category No Name Partial safety factors Type 7 8 9 10 11 12 12 Wind lft int. pressure Wind 0.000 0.000 1.400 0.000 0.000 0.000 13 Wind lft int. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 14 Wind rgt ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 15 Wind rgt ext. suction Wind 0.000 0.000 0.000 0.000 1.400 0.000 16 Wind rgt int. pressure Wind 0.000 0.000 0.000 0.000 1.400 0.000 17 Wind rgt int. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 18 Wind near ext. pressure Wind 1.200 0.000 0.000 0.000 0.000 0.000 19 Wind near ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 20 Wind near int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 21 Wind near int. suction Wind 1.200 0.000 0.000 0.000 0.000 0.000 22 Wind far ext. pressure Wind 0.000 1.200 0.000 0.000 0.000 0.000 23 Wind far ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 24 Wind far int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 25 Wind far int. suction Wind 0.000 1.200 0.000 0.000 0.000 0.000 26 Snow-uniform-odd Snow 0.000 0.000 0.000 0.000 0.000 0.000 27 Snow-uniform-even Snow 0.000 0.000 0.000 0.000 0.000 0.000 ULS load combinations 13 to 18 Load category No Name Partial safety factors Type 13 14 Combination reference D + WNsIP D + WFsIP Elastic analysis P'Delta Plastic analysis Yes Base design Wind P'Delta 15 D+CI+US+H L P'Delta 16 D+CI+US+H R P'Delta 17 18 D+CI+US+W D+CI+US+W LpIS RpIS P'Delta P'Delta Yes Yes Yes Yes Wind Non_wind Non_wind Yes Wind Wind 1 Permanent Dead Dead 1.000 1.000 1.400 1.400 1.200 1.200 2 Removable Dead Dead 0.000 0.000 1.400 1.400 1.200 1.200 3 Roof Imposed (odd) Imposed 0.000 0.000 0.000 0.000 0.000 0.000 4 Roof Imposed (even) Imposed 0.000 0.000 0.000 0.000 0.000 0.000 5 Ceiling Imposed (odd) Imposed 0.000 0.000 1.600 1.600 1.200 1.200 6 Ceiling Imposed (even) Imposed 0.000 0.000 1.600 1.600 1.200 1.200 7 Notional horiz.dead Dead 0.000 0.000 1.400 -1.400 0.000 0.000 8 Notional horiz.imposed Imposed 0.000 0.000 1.600 -1.600 0.000 0.000 9 Minimum horiz. Wind 0.000 0.000 0.000 0.000 0.000 0.000 10 Wind lft ext. pressure Wind 0.000 0.000 0.000 0.000 1.200 0.000 11 Wind lft ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 12 Wind lft int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 13 Wind lft int. suction Wind 0.000 0.000 0.000 0.000 1.200 0.000 14 Wind rgt ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 1.200 15 Wind rgt ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 16 Wind rgt int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 17 Wind rgt int. suction Wind 0.000 0.000 0.000 0.000 0.000 1.200 18 Wind near ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 EC-Duopitch.cpd EC-Duopitch.cpd : : : : : : : : 18 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. ULS load combinations 13 to 18 (continued) Load category No Name Partial safety factors Type 13 14 15 16 17 18 19 Wind near ext. suction Wind 1.400 0.000 0.000 0.000 0.000 0.000 20 Wind near int. pressure Wind 1.400 0.000 0.000 0.000 0.000 0.000 21 Wind near int. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 22 Wind far ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 23 Wind far ext. suction Wind 0.000 1.400 0.000 0.000 0.000 0.000 24 Wind far int. pressure Wind 0.000 1.400 0.000 0.000 0.000 0.000 25 Wind far int. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 26 Snow-uniform-odd Snow 0.000 0.000 1.600 1.600 1.200 1.200 27 Snow-uniform-even Snow 0.000 0.000 1.600 1.600 1.200 1.200 SLS load combinations 1 to 6 Load category No Name Partial safety factors Type 1 2 3 4 5 6 WRpIS WNpIS Combination reference DeadP Dead Imposed WLpIS Elastic analysis Linear Linear Linear Linear Linear Linear Plastic analysis No No No No No No 1 Permanent Dead Dead 1.000 1.000 0.000 0.000 0.000 0.000 2 Removable Dead Dead 0.000 1.000 0.000 0.000 0.000 0.000 3 Roof Imposed (odd) Imposed 0.000 0.000 1.000 0.000 0.000 0.000 4 Roof Imposed (even) Imposed 0.000 0.000 1.000 0.000 0.000 0.000 5 Ceiling Imposed (odd) Imposed 0.000 0.000 1.000 0.000 0.000 0.000 6 Ceiling Imposed (even) Imposed 0.000 0.000 1.000 0.000 0.000 0.000 7 Notional horiz.dead Dead 0.000 0.000 0.000 0.000 0.000 0.000 8 Notional horiz.imposed Imposed 0.000 0.000 0.000 0.000 0.000 0.000 9 Minimum horiz. Wind 0.000 0.000 0.000 0.000 0.000 0.000 10 Wind lft ext. pressure Wind 0.000 0.000 0.000 1.000 0.000 0.000 11 Wind lft ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 12 Wind lft int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 13 Wind lft int. suction Wind 0.000 0.000 0.000 1.000 0.000 0.000 14 Wind rgt ext. pressure Wind 0.000 0.000 0.000 0.000 1.000 0.000 15 Wind rgt ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 16 Wind rgt int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 17 Wind rgt int. suction Wind 0.000 0.000 0.000 0.000 1.000 0.000 18 Wind near ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 1.000 19 Wind near ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 20 Wind near int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 21 Wind near int. suction Wind 0.000 0.000 0.000 0.000 0.000 1.000 22 Wind far ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 23 Wind far ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 24 Wind far int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 25 Wind far int. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 26 Snow-uniform-odd Snow 0.000 0.000 0.000 0.000 0.000 0.000 EC-Duopitch.cpd EC-Duopitch.cpd : : : : : : : : 19 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. SLS load combinations 1 to 6 (continued) Load category No 27 Partial safety factors Name Snow-uniform-even Type 1 Snow 2 0.000 3 0.000 4 0.000 5 0.000 6 0.000 0.000 SLS load combinations 7 to 12 Load category No Name Partial safety factors Type 7 8 9 10 11 12 Combination reference WFpIS WLsIP WRsIP WNsIP WFsIP US Elastic analysis Linear Linear Linear Linear Linear Linear Plastic analysis No No No No No No 1 Permanent Dead Dead 0.000 0.000 0.000 0.000 0.000 0.000 2 Removable Dead Dead 0.000 0.000 0.000 0.000 0.000 0.000 3 Roof Imposed (odd) Imposed 0.000 0.000 0.000 0.000 0.000 0.000 4 Roof Imposed (even) Imposed 0.000 0.000 0.000 0.000 0.000 0.000 5 Ceiling Imposed (odd) Imposed 0.000 0.000 0.000 0.000 0.000 0.000 6 Ceiling Imposed (even) Imposed 0.000 0.000 0.000 0.000 0.000 0.000 7 Notional horiz.dead Dead 0.000 0.000 0.000 0.000 0.000 0.000 8 Notional horiz.imposed Imposed 0.000 0.000 0.000 0.000 0.000 0.000 9 Minimum horiz. Wind 0.000 0.000 0.000 0.000 0.000 0.000 10 Wind lft ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 11 Wind lft ext. suction Wind 0.000 1.000 0.000 0.000 0.000 0.000 12 Wind lft int. pressure Wind 0.000 1.000 0.000 0.000 0.000 0.000 13 Wind lft int. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 14 Wind rgt ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 15 Wind rgt ext. suction Wind 0.000 0.000 1.000 0.000 0.000 0.000 16 Wind rgt int. pressure Wind 0.000 0.000 1.000 0.000 0.000 0.000 17 Wind rgt int. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 18 Wind near ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 19 Wind near ext. suction Wind 0.000 0.000 0.000 1.000 0.000 0.000 20 Wind near int. pressure Wind 0.000 0.000 0.000 1.000 0.000 0.000 21 Wind near int. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 22 Wind far ext. pressure Wind 1.000 0.000 0.000 0.000 0.000 0.000 23 Wind far ext. suction Wind 0.000 0.000 0.000 0.000 1.000 0.000 24 Wind far int. pressure Wind 0.000 0.000 0.000 0.000 1.000 0.000 25 Wind far int. suction Wind 1.000 0.000 0.000 0.000 0.000 0.000 26 Snow-uniform-odd Snow 0.000 0.000 0.000 0.000 0.000 1.000 27 Snow-uniform-even Snow 0.000 0.000 0.000 0.000 0.000 1.000 EC-Duopitch.cpd EC-Duopitch.cpd : : : : : : : : 20 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. SLS Base load combinations 1 to 6 Load category No Name Partial safety factors Type 1 2 3 4 5 6 D+I+WFpIS D+WLsIP Combination reference D+I D+I+WLpIS D+I+WRpIS D+I+WNpIS Elastic analysis Linear Linear Linear Linear Linear Linear Plastic analysis No No No No No No Base design Non_wind Wind Wind Wind Wind Wind 1 Permanent Dead Dead 1.000 1.000 1.000 1.000 1.000 1.000 2 Removable Dead Dead 1.000 1.000 1.000 1.000 1.000 0.000 3 Roof Imposed (odd) Imposed 1.000 1.000 1.000 1.000 1.000 0.000 4 Roof Imposed (even) Imposed 1.000 1.000 1.000 1.000 1.000 0.000 5 Ceiling Imposed (odd) Imposed 1.000 1.000 1.000 1.000 1.000 0.000 6 Ceiling Imposed (even) Imposed 1.000 1.000 1.000 1.000 1.000 0.000 7 Notional horiz.dead Dead 0.000 0.000 0.000 0.000 0.000 0.000 8 Notional horiz.imposed Imposed 0.000 0.000 0.000 0.000 0.000 0.000 9 Minimum horiz. Wind 0.000 0.000 0.000 0.000 0.000 0.000 10 Wind lft ext. pressure Wind 0.000 1.000 0.000 0.000 0.000 0.000 11 Wind lft ext. suction Wind 0.000 0.000 0.000 0.000 0.000 1.000 12 Wind lft int. pressure Wind 0.000 0.000 0.000 0.000 0.000 1.000 13 Wind lft int. suction Wind 0.000 1.000 0.000 0.000 0.000 0.000 14 Wind rgt ext. pressure Wind 0.000 0.000 1.000 0.000 0.000 0.000 15 Wind rgt ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 16 Wind rgt int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 17 Wind rgt int. suction Wind 0.000 0.000 1.000 0.000 0.000 0.000 18 Wind near ext. pressure Wind 0.000 0.000 0.000 1.000 0.000 0.000 19 Wind near ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 20 Wind near int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 21 Wind near int. suction Wind 0.000 0.000 0.000 1.000 0.000 0.000 22 Wind far ext. pressure Wind 0.000 0.000 0.000 0.000 1.000 0.000 23 Wind far ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 24 Wind far int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 25 Wind far int. suction Wind 0.000 0.000 0.000 0.000 1.000 0.000 26 Snow-uniform-odd Snow 0.000 0.000 0.000 0.000 0.000 0.000 27 Snow-uniform-even Snow 0.000 0.000 0.000 0.000 0.000 0.000 SLS Base load combinations 7 to 12 Load category No Name Partial safety factors Type 7 8 9 10 11 12 D+CI+US+W D+CI+US+W LpIS RpIS Linear Linear Combination reference D+WRsIP D+WNsIP D+WFsIP D+CI+US Elastic analysis Linear Linear Linear Linear Plastic analysis No No No No No No Base design Wind Wind Wind Non_wind Wind Wind 1 Permanent Dead Dead 1.000 1.000 1.000 1.000 1.000 1.000 2 Removable Dead Dead 0.000 0.000 0.000 1.000 1.000 1.000 3 Roof Imposed (odd) Imposed 0.000 0.000 0.000 0.000 0.000 0.000 EC-Duopitch.cpd EC-Duopitch.cpd Job No Job Ref Designed By Checked By Date Revision No Calc No Page No : : : : : : : : 21 SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. SLS Base load combinations 7 to 12 (continued) Load category No Partial safety factors Name Type 7 8 9 10 11 12 4 Roof Imposed (even) Imposed 0.000 0.000 0.000 0.000 0.000 0.000 5 Ceiling Imposed (odd) Imposed 0.000 0.000 0.000 1.000 1.000 1.000 6 Ceiling Imposed (even) Imposed 0.000 0.000 0.000 1.000 1.000 1.000 7 Notional horiz.dead Dead 0.000 0.000 0.000 0.000 0.000 0.000 8 Notional horiz.imposed Imposed 0.000 0.000 0.000 0.000 0.000 0.000 9 Minimum horiz. Wind 0.000 0.000 0.000 0.000 0.000 0.000 10 Wind lft ext. pressure Wind 0.000 0.000 0.000 0.000 1.000 0.000 11 Wind lft ext. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 12 Wind lft int. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 13 Wind lft int. suction Wind 0.000 0.000 0.000 0.000 1.000 0.000 14 Wind rgt ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 1.000 15 Wind rgt ext. suction Wind 1.000 0.000 0.000 0.000 0.000 0.000 16 Wind rgt int. pressure Wind 1.000 0.000 0.000 0.000 0.000 0.000 17 Wind rgt int. suction Wind 0.000 0.000 0.000 0.000 0.000 1.000 18 Wind near ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 19 Wind near ext. suction Wind 0.000 1.000 0.000 0.000 0.000 0.000 20 Wind near int. pressure Wind 0.000 1.000 0.000 0.000 0.000 0.000 21 Wind near int. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 22 Wind far ext. pressure Wind 0.000 0.000 0.000 0.000 0.000 0.000 23 Wind far ext. suction Wind 0.000 0.000 1.000 0.000 0.000 0.000 24 Wind far int. pressure Wind 0.000 0.000 1.000 0.000 0.000 0.000 25 Wind far int. suction Wind 0.000 0.000 0.000 0.000 0.000 0.000 26 Snow-uniform-odd Snow 0.000 0.000 0.000 1.000 1.000 1.000 27 Snow-uniform-even Snow 0.000 0.000 0.000 1.000 1.000 1.000 Ultimate limit state analysis First hinge analysis Lowest first hinge formation load factor 1.243 Combination producing lowest first hinge load factor D+I+HR Combination number 2 Member containing the first hinge Left column span 1 Position of the hinge 5791 mm Collapse analysis Lowest collapse load factor 1.268 Combination producing lowest collapse load factor D+I+HL Combination number 1 Results Utilisation ratio 0.789 Collapse status Pass EC-Duopitch.cpd EC-Duopitch.cpd : : : : : : : : 22 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. SLS deflection analysis Item Vertical direction Horizontal direction Critical load combination 21 23 Units - Critical combination name Imposed WRpIS - Critical deflection position Span 1 apex Span 1 right haunch - Span / height 32.500 -5.791 m Deflection - actual -122.7 -20.2 mm Limit (maximum) 162.5 -29.0 mm Deflection ratio - actual 265 287 - Deflection ratio limit (minimum) 200 200 - Utilisation ratio 0.755 0.697 - Status Pass Pass Results Member check results Position (Pos.) are in mm Design object Local capacity U-Ratio Lateral buckling Comb. Pos. U-Ratio Status Torsional buckling Comb. Pos. U-Ratio Comb. Pos. Rafters 0.791 - - 0.856 - - 0.953 - Left rafter span 1 0.791 D+I+HR 2719 0.856 D+I+HR 2719 0.953 D+I+WRpIS 3539 Passed - Passed Right rafter span 1 0.790 D+I+HL 13621 0.855 D+I+HL 13621 0.953 D+I+WLpIS 12800 Passed External columns 0.798 - - 0.753 - - 0.614 - Left column span 1 0.798 D+I+HR 5791 0.753 D+I+HR 5791 0.614 D+I+HR 4250 Passed Right column span 1 0.798 D+I+HL 5791 0.753 D+I+HL 5791 0.614 D+I+HL 4250 Passed Mx My N Hx - Passed ULS Base reactions Units : Forces in kN and moment in kNm Load Combination Support 0 Hy Support 1 N Hx D+I+HL 163.7 113.3 0.0 0.0 -0.0 164.6 -113.3 0.0 0.0 0.0 D+I+HR 164.4 113.3 0.0 0.0 -0.0 163.9 -113.3 0.0 0.0 0.0 D+I+WLpIS 133.3 70.5 0.0 0.0 -0.0 128.5 -96.7 0.0 0.0 0.0 D+I+ML 130.3 89.0 0.0 0.0 -0.0 131.0 -89.0 0.0 0.0 0.0 D+I+WRpIS 128.3 96.6 0.0 0.0 -0.0 133.4 -70.4 0.0 0.0 0.0 D+I+MR 130.8 89.0 0.0 0.0 -0.0 130.5 -89.0 0.0 0.0 0.0 D+I+WNpIS 144.5 107.6 0.0 0.0 -0.0 144.7 -107.6 0.0 0.0 0.0 D+I+WFpIS 144.5 103.7 0.0 0.0 -0.0 144.7 -103.7 0.0 0.0 0.0 D + WLsIP -13.8 -28.2 0.0 0.0 0.0 2.4 -0.0 0.0 0.0 0.0 D + ML 40.3 21.0 0.0 0.0 -0.0 40.9 -21.0 0.0 0.0 0.0 D + WRsIP 2.3 -0.2 0.0 0.0 -0.0 -13.9 28.4 0.0 0.0 -0.0 D + MR 40.9 21.0 0.0 0.0 -0.0 40.4 -21.0 0.0 0.0 0.0 D + WNsIP -8.9 -2.2 0.0 0.0 0.0 -8.9 2.2 0.0 0.0 -0.0 D + WFsIP -1.7 -1.3 0.0 0.0 0.0 -1.7 1.3 0.0 0.0 -0.0 D+CI+US+HL 147.4 100.4 0.0 0.0 -0.0 148.2 -100.4 0.0 0.0 0.0 D+CI+US+HR 148.0 100.4 0.0 0.0 -0.0 147.5 -100.4 0.0 0.0 0.0 D+CI+US+WLpIS 121.1 60.9 0.0 0.0 -0.0 116.3 -87.1 0.0 0.0 0.0 EC-Duopitch.cpd EC-Duopitch.cpd Hy Mx My : : : : : : : : 23 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. ULS Base reactions (continued) Load Support 0 Combination N D+CI+US+WRpIS Hx 116.0 Hy 87.0 Support 1 Mx 0.0 My 0.0 -0.0 N Hx 121.1 -60.7 N Hx Hy Mx 0.0 My 0.0 0.0 SLS Base reactions Units : Forces in kN and moment in kNm Load Support 0 Combination N Hx Hy Support 1 Mx My Hy Mx My D+I 108.9 73.3 0.0 0.0 -0.0 108.9 -73.3 0.0 0.0 0.0 D + I + WLpIS 111.4 57.8 0.0 0.0 -0.0 106.9 -79.7 0.0 0.0 0.0 D + I + WRpIS 106.8 79.6 0.0 0.0 -0.0 111.3 -57.7 0.0 0.0 0.0 D + I + WNpIS 120.5 88.6 0.0 0.0 -0.0 120.5 -88.6 0.0 0.0 0.0 D + I + WFpIS 120.5 85.3 0.0 0.0 -0.0 120.5 -85.3 0.0 0.0 0.0 D + WLsIP 1.8 -14.2 0.0 0.0 0.0 13.3 -6.0 0.0 0.0 0.0 D + WRsIP 13.2 5.9 0.0 0.0 -0.0 1.7 14.3 0.0 0.0 -0.0 D + WNsIP 5.2 4.4 0.0 0.0 0.0 5.2 -4.4 0.0 0.0 -0.0 D + WFsIP 10.4 5.0 0.0 0.0 -0.0 10.4 -5.0 0.0 0.0 0.0 D + CI + US 98.7 65.5 0.0 0.0 -0.0 98.7 -65.5 0.0 0.0 0.0 D + CI + US + WLpIS 101.2 50.0 0.0 0.0 -0.0 96.7 -71.9 0.0 0.0 0.0 D + CI + US + WRpIS 96.5 71.7 0.0 0.0 -0.0 101.1 -49.9 0.0 0.0 0.0 My N Hx Load categories reactions Units : Forces in kN and moment in kNm Load Support 0 Category N Hx Hy Support 1 Mx Hy Mx My DeadP 40.6 22.9 0.0 0.0 -13.6 40.6 -22.9 0.0 0.0 13.6 Dead 50.4 31.0 0.0 0.0 -18.4 50.4 -31.0 0.0 0.0 18.4 Imposed 58.5 48.9 0.0 0.0 -29.1 58.5 -48.9 0.0 0.0 29.1 WLpIS 3.9 -15.7 0.0 0.0 24.7 -3.4 -6.2 0.0 0.0 21.7 WRpIS -3.6 6.1 0.0 0.0 -21.7 3.8 15.8 0.0 0.0 -24.8 WNpIS 11.6 16.3 0.0 0.0 -7.5 11.6 -16.3 0.0 0.0 7.5 WFpIS 11.6 12.9 0.0 0.0 -6.6 11.6 -12.9 0.0 0.0 6.6 WLsIP -38.1 -37.4 0.0 0.0 28.0 -28.0 17.3 0.0 0.0 -4.4 WRsIP -28.1 -17.4 0.0 0.0 4.4 -38.2 37.6 0.0 0.0 -28.2 WNsIP -35.4 -18.7 0.0 0.0 14.6 -35.4 18.7 0.0 0.0 -14.6 WFsIP -30.2 -17.8 0.0 0.0 13.0 -30.2 17.8 0.0 0.0 -13.0 US 48.3 40.4 0.0 0.0 -24.0 48.3 -40.4 0.0 0.0 24.0 Joint forces (ULS) at left eaves of span 1 Units : Forces in kN and moment in kNm Sign Convention : Sagging moments - Positive ; Hogging moments - Negative ULS Comb. Left rafter Lower column Axial Shear Mom. Axial Shear Mom. D+I+HL 127.99 133.62 -730.63 146.27 -112.50 -730.63 D+I+HR 128.06 134.32 -742.27 146.97 -114.14 -742.27 EC-Duopitch.cpd EC-Duopitch.cpd Job No Job Ref Designed By Checked By Date Revision No Calc No Page No SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Joint forces (ULS) at left eaves of span 1 (continued) ULS Comb. Left rafter Lower column Axial Shear Mom. Axial Shear Mom. D+I+WLpIS 101.63 108.40 -514.17 118.43 -89.75 -514.17 D+I+ML 100.60 105.48 -573.44 115.42 -88.42 -573.44 D+I+WRpIS 106.96 102.75 -629.19 113.36 -95.64 -629.19 D+I+MR 100.65 105.98 -581.83 115.93 -89.62 -581.83 D+I+WNpIS 106.70 119.11 -653.32 129.61 -93.66 -653.32 D+I+WFpIS 109.90 118.78 -651.11 129.61 -96.89 -651.11 D + WLsIP -18.36 -24.41 141.25 -26.20 15.70 141.25 D + ML 23.84 25.56 -131.32 27.91 -20.34 -131.32 D + WRsIP -12.17 -8.93 36.49 -10.16 11.17 36.49 D + MR 23.90 26.13 -140.60 28.48 -21.74 -140.60 D + WNsIP -30.41 -18.29 98.52 -21.37 28.33 98.52 D + WFsIP -20.51 -12.03 66.05 -14.11 19.14 66.05 D+CI+US+HL 113.44 118.74 -646.30 129.95 -99.59 -646.30 D+CI+US+HR 113.51 119.44 -657.82 130.65 -101.23 -657.82 D+CI+US+WLpIS 90.79 97.26 -452.06 106.21 -80.12 -452.06 D+CI+US+WRpIS 96.11 91.55 -565.86 101.10 -86.01 -565.86 Joint forces (ULS) at apex of span 1 Units : Forces in kN and moment in kNm ULS Comb. Right rafter Left rafter Axial Shear Mom. Axial Shear Mom. D+I+HL 112.75 11.38 287.04 112.65 -12.31 287.04 D+I+HR 112.67 12.08 287.06 112.72 -11.61 287.06 D+I+WLpIS 95.03 -1.34 214.31 89.53 -20.74 214.31 D+I+ML 88.57 8.98 223.65 88.50 -9.63 223.65 D+I+WRpIS 89.37 20.70 213.83 94.86 1.34 213.83 D+I+MR 88.51 9.49 223.66 88.55 -9.12 223.66 D+I+WNpIS 94.62 9.86 256.71 94.60 -10.02 256.71 D+I+WFpIS 97.82 10.20 254.05 97.81 -10.36 254.05 D + WLsIP -14.95 -3.91 -36.90 -21.30 -0.10 -36.90 D + ML 20.95 1.91 51.42 20.89 -2.49 51.42 D + WRsIP -21.50 0.22 -37.62 -15.12 4.07 -37.62 D + MR 20.89 2.48 51.42 20.95 -1.92 51.42 D + WNsIP -33.36 -3.50 -28.18 -33.36 3.51 -28.18 D + WFsIP -23.46 -2.46 -18.60 -23.46 2.47 -18.60 D+CI+US+HL 99.90 10.06 253.22 99.81 -10.93 253.22 D+CI+US+HR 99.83 10.75 253.23 99.89 -10.24 253.23 D+CI+US+WLpIS 85.46 -2.31 189.47 79.97 -19.69 189.47 D+CI+US+WRpIS 79.80 19.68 188.97 85.29 2.33 188.97 EC-Duopitch.cpd EC-Duopitch.cpd : : : : : : : : 24 Job No Job Ref Designed By Checked By Date Revision No Calc No Page No SMART Portal2DVersion 5.6 (Build 715) Copyright © 2024 Computer and Design Services Ltd. Joint forces (ULS) at right eaves of span 1 Units : Forces in kN and moment in kNm ULS Comb. Right rafter Lower column Axial Shear Mom. Axial Shear Mom. D+I+HL 128.08 -134.55 -742.25 147.20 -114.14 -742.25 D+I+HR 128.01 -133.85 -730.61 146.50 -112.50 -730.61 D+I+WLpIS 107.13 -103.00 -630.09 113.63 -95.78 -630.09 D+I+ML 100.66 -106.13 -581.82 116.07 -89.62 -581.82 D+I+WRpIS 101.47 -108.44 -513.07 118.45 -89.58 -513.07 D+I+MR 100.61 -105.62 -573.43 115.56 -88.42 -573.43 D+I+WNpIS 106.72 -119.27 -653.31 129.78 -93.66 -653.31 D+I+WFpIS 109.92 -118.94 -651.10 129.77 -96.89 -651.10 D + WLsIP -12.00 8.80 35.51 -10.01 11.02 35.51 D + ML 23.90 -26.13 -140.60 28.49 -21.74 -140.60 D + WRsIP -18.55 24.53 142.43 -26.34 15.89 142.43 D + MR 23.84 -25.57 -131.32 27.92 -20.34 -131.32 D + WNsIP -30.41 18.29 98.52 -21.37 28.33 98.52 D + WFsIP -20.51 12.03 66.05 -14.11 19.14 66.05 D+CI+US+HL 113.53 -119.61 -657.81 130.83 -101.23 -657.81 D+CI+US+HR 113.46 -118.92 -646.28 130.13 -99.59 -646.28 D+CI+US+WLpIS 96.27 -91.78 -566.75 101.34 -86.15 -566.75 D+CI+US+WRpIS 90.62 -97.26 -450.97 106.20 -79.96 -450.97 EC-Duopitch.cpd EC-Duopitch.cpd : : : : : : : : 25
0
advertisement
Download
advertisement
Add this document to collection(s)
You can add this document to your study collection(s)
Sign in Available only to authorized usersAdd this document to saved
You can add this document to your saved list
Sign in Available only to authorized users